11₁.خطأدرجة 0.00 من 1.00XA new building is planned upon the site shownbelow. Assume that the clay solids have a specificgravity of 2.67. (for clay layer, eo=0.91,LL=50%, ysat=120pcf)& feet7110 pct.7 feet17 feetww.349, LL50%.120 pctThe initial effective stress (ksf) at:the mid of clay layer isThe total consolidation settlement:(inch) isThe final effective stress (ksf) at the:mid of clay layer is.Your answer is incorrectX- 6.736▼ 2.407مراجعةX -7.6سؤال 1الجواب الصحيح هو: The initial effective stress (ksf) atthe mid of clay layer is: → 1.74, The totalconsolidation settlement (inch) is: → 7.6, The finaleffective stress (ksf) at the mid of clay layer is: →2.74|||

Answered: Image /qna-images/answer/c30e362b-8791-4c1c-aa1d-2839d87d4673.jpg

X A new building is planned upon the site shown below. Assume that the clay solids have a specific gravity of 2.67. (for clay layer, eo=0.91, LL=50%, ysat=120pcf) 4p=1kf 7110 pct. 7 feet Tw=115 pcf Chy ww349.22509.120 pct 17 feet -6.736 The initial effective stress (ksf) at :the mid of clay layer is The total consolidation settlement ▼ 2.407 :(inch) is - 7.6 The final effective stress (ksf) at the :mid of clay layer is .Your answer is incorrect The initial effective stress (ksf) at : al the mid of clay layer is: →1.74, The total consolidation settlement (inch) is: →7.6, The final effective stress (ksf) at the mid of clay layer is: → 2.74 X من X درجة

X A new building is planned upon the site shown below. Assume that the clay solids have a specific gravity of 2.67. (for clay layer, eo=0.91, LL=50%, ysat=120pcf) 4p=1kf 7110 pct. 7 feet Tw=115 pcf Chy ww349.22509.120 pct 17 feet -6.736 The initial effective stress (ksf) at :the mid of clay layer is The total consolidation settlement ▼ 2.407 :(inch) is - 7.6 The final effective stress (ksf) at the :mid of clay layer is .Your answer is incorrect The initial effective stress (ksf) at : al the mid of clay layer is: →1.74, The total consolidation settlement (inch) is: →7.6, The final effective stress (ksf) at the mid of clay layer is: → 2.74 X من X درجة

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter6: Soil Compaction

Section: Chapter Questions

Problem 6.15P

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